RC-0016-2018 - 4 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-0016-2018 Date Issued: Monday, July 23, 2018
This is to certify that work requested to be done as shown by Permit Number RC-0016-2018
has been completed.
Tax Map Number: 295.14-1-12
Location: 45 AVIATION RD
Owner: DAVID MIELE,Ann Miele
Applicant: DAVID MIELE
This structure may be occupied as a: Residential Interior Alterations 1600 s.f.
(gutting interior of house)main floor 1000 s.f.,2nd floor 600 s.f. By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the 4
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the
Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
� TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: RC-0016-2018
Tax Map No: 295.14-1-12
Permission is hereby granted to: Ann Miele
For property located at: 45 AVIATION RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: DAVID MIELE Single Family-Alteration $36,000.00
Owner Address: 17 BUTTERNUT HILL DR Total Value $36,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
DAVID MIELE
17 BUTTERNUT HILL DR
Queensbury,NY 12804
Plans&Specifications
Residential Interior Alterations 1600 s.f.
(gutting interior of house due to 4 yrs being abandoned and rodent damage:main floor 1000 s.f.,2nd floor 600 s.f)
$ 480.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday,January 30,2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To of Que sbury 4 46�try
30,2018
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ADDITION/ALTERATION PERMIT Permit#: '�--o 0�e • 2-0 16
APPLICATION Permit Fee:$
Town of Queensbury
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net
Project Location: 1,5.h&/'1 pb
Tax Map ID #: t�a3` oo Cq(q�10, 14 — k !CZ Subdivision Name:
CONTACT INFORMATION:
• Applicant: a
Name(s): � V f
Mailing Address, C/S/Z: n r
Cell Phone: ( 5N' -7q!_i' -6<, 'A Land Line:
Email: O V►'1
• Primary Owner(s): D
Name(s): -l2
Mailing Address, C/S/Z:
Cell Phone: Land Line: NggUR
Email: T tNG&C
• Contractor(s):
Business Name:
Contact Name(s): I '1
Mailing Address, C/S/Z:
Cell Pho e: ( 5i ) '7 --� ��i Land Line:
Email: o I ebol
• Architects E ineer s :
Business Name: 3 1 i 666 S, C D
Contact Name(s): 1
Mailing Address, C/S/Z: n n N 1 7 7
Cell Phone: �_) Land Line: ( �ice ) 7 2,� 3 9 .� 7
Email:
Contact Person for Building & Code Compliance:
Cell Phone: ( SIBS ) 4 Land Line:
Email: ' C'd ✓�1
'in of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
PROJECT INFORMATION:
TYPE: Commercial Residential
WORK CLASS:
Single-Family _Two-Family _Multi-Family(#of units )
Townhouse _Business Office _Retail
_Industrial/Warehouse _Garage (#of cars ) _Other(describe )
ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE:
1st floor: 1st floor: vQU
211 floor: 2nd floor:
3rd floor: 3rd floor:
4th floor: 4th floor:
Total square feet: Total square feet: 1 .6
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $
2. If Commercial project, what is the proposed use:
3. Source of Heat (circle one): Gas Oil Propane Solar Other
Fireplaces need a separate AGUMurning Appliances&Chimney Application
4. Are there any structures not shown on the plot plan? YES NO Explain:
S. Are there any easements on the property? YES
6. SITE INFORMATION: --���7
a. What is the dimensions oraage of the parcel? � ✓ 73i6,3&
b. Is this a corner lot? 6. 1) NO
c. Will the grade be changed as a result2kbe construction? YES NO
d. What is the water source? PRIVATE WELL
e. Is the parcel on SEWER or a PRIVATE SEPTIC system?
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
DECLARATION:
1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to
fees and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes, local building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate
of occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all
newly constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: PSV i t>
SIGNATURE: DATE:
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
FLOORS
site 1 507.3.3 Decay resistance.
accordance with ASTM D 7032-:-Plastic-or compo wards and handrails containing ood,.
handrails and guards,or their packaging,shall bear a Label boards,stair treads,gy A
that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be deco
the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032.
with ASTM D 7032. 8507>3.4 Termite resistance.Where required by Section
R507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards
boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode-
flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance
dance with ASTM E 84 or UL 723 with the test specimen with ASTM D 7032. r?
remaining in place during the test. 507.3.5 Installation of plastic composites. Plastic corm-
Exception: Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shalt s
be installed in accordance with this code and the rnanufac
combustible. tuner's instructions.
Fly, COPY
TABLE R507.2
DECK LEDGER CONNECTION TO BAND JOISTa,b
(Deck live load=40 psf,deck dead load=10 psf,snow load<_40 psf)
JOIST SPAN
CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12 121 to 14 14'1 to 16' 16'1"to 18'
On-center spacing of fasteners
1/2-inch diameter lag screw with'/,-inch 30 23 18 15 13 11 10
maximum sheathing`•a
'/,-inch diameter bolt with t/2 inch maximum36 36 34 29
24 21 19 4
Sheathing°
t/Z inch diameter bolt with 1-inch maximum 36 '11, 36 29 24 21 18 16 i
sheathing`
For Sl: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa.
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b.Snow load shall not be assumed to act concurrently with live load.
c.The Up of the lag screw shall fully extend beyond the inside face of the band joist.
d.Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to V,inch thickness of stacked washers,
inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing.
shall be permitted to substitute for up to i/2 .,y
{
TABLE R507.2.1
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AN"AND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS ROW SPACING
TOP EDGE BOTTOM EDGE ENDS y
d 3/ inch 2 inchesb 15/s inchesb :a
Ledgers 2 inches a 2 inchesb 15/s inchesb
Band Joist` 3/4 inch 2 inches
For SI:1 inch=25.4 mm.
ong the horizontal run of the deck ledger in accordance with Figure R507.2.1(1).
a. Lag screws or bolts shall be staggered from the top to the bottom alr<
b.Maximum 5 inches.
c. For engineered rim joists,the manufacturer's recommendations shall govern. z
d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). S`
2015 INTERNATIONAL RESIDENTIAL CODE'.'::'
150
STAGGER FASTENERS
NI IN 2 ROWS
5.5"MIN.FOR 2 X 8" *DISTANCE SHALL BE PERMITTED TO
6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
ARE USED OR SPACING IS
5"MAXT _O � = 7.5"MIN.FOR 2 X 12 REDUCED O THOAT OF LAGSCREWS
TO ATTACH 2 X 8 LEDGERS TO 2::8
BAND JOISTS.
2 MIN. LAG SCREW OR BOLT 314"MIN.
LEDGER
For SI: I inch=25.4 mm.
Fl(NJR9
PLACt 1MaWT OF LAa SCREWS AND 15oi-T5 IN .IrDs}i�nS
SHEATHING
MOTE: SIDING
THIS DETAIL IS APPLICABLE FLASHING FOR
WHERE FLOOR JOISTS ARE WATER TIGHTNESS
PARALLEL TO DECK JOISTS.
DECKING
APPROVED JOIST HANGERS
2"MIN. 0 2x LEDGER WITH FASTENERS
a IN ACCORDANCE WITH TABLE R507.2
HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER. HOLD,DOWN DEVICES
SHALL FULLY ENGAGE DECK.JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/8DIAMETER LAG
SCREW PREDRILLED W/MIN,3"PENETRATION
TO CENTER OF TOP PLATE,STUDS, OR HEADER.
For SI:1 inch=25.4 mm.
FIGURE R507.2.1(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
2015 INTERNATIONAL RESIDENTIAL COW 151
i=l:.fiYt1RS
HOLD-DOWN OR SIMILAR
TENSION DEVICE
FLOOR SHEATHING NAILING AT
6"MAXIMUM ON CENTER TO
JOIST WITH HOLD-DOWN
e
+
FLOOR JOIST DECK JOIST
� A
For SI: I inch=25.4 mm.
FIGURE 507.2.3(1)
DECK ATYACHMENT FOR LATERAL LOAD$ .
SHEATHING
NOTE: SIDING
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE FLASHING FOR
PARALLEL TO DECK JOISTS. WATER TIGHTNESS
DECKING
s
° APPROVED JOIST HANGERS
2"MIN. 2x LEDGER WITH FASTENERS
° IN ACCORDANCE WITH TABLE 8507.2
HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER. HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/8"DIAMETER LAG
SCREW PREDRILLED W/MIN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
152 2015 INTERNATIONAL RESIDENTIAL COC
yj07.44 J)ecklug.MAxiznum allowable spacing for joists sup- 11507.5.1, ;Lateral read°a;lit ai 911PP0119- joist ends and
porting decking shall. be in accordance with Table 1-2507.4. bearing locations shall be provided with lateral restraint to
Wood decking shall be attached to each supporting member prevent rotation.. There lateral restraint is provided by
with not less than (2) 8d. threaded nails or (2) No. 8 wood joist hangers or blocking between joists, their depth shall
screws• equal not less than 60 percent of the joist depth.Where lat-
R507.5 Deck joists. �iaximutn allowable spans for wood deck. oral. restraint is provided of rim joists, they shall d
secured to the end of each joist with not less Than(3) '^vd
joists,as shown in Figure 8507.5,shall be in accordance with secured
h t 0.12e d of nails or (3) No. 10 x .3-inch (76
Table R507.5.13eck joists shall be permitted to cantilever n.of mm)long wood screws.
greater than one-fourth of the actual,adjacent joist span. ,
TABLE 9507.4
MAXIMUM Jt ISY SPACING
sliA'J.Iil UM ON-CENTER JOIST SPACiNG
MA:TF-RIAL TYPE AND NOMINAL SIZE Perpendicular tojois Diagonal to joisi,
11,14 inch-thick wood 16 inches 12 inches
2-inch-thick wood 24 inches 16 inches
plastic composite in accordance with Section:8507:3 %n accordance with Section 12507.3
For SI; 1 inch=25.4 mm,Hoot=304.8 mm,I degree=0.01745 rad.
a. Maximum,angle of 45 degrees from perpendicular For wood deck boards
TABLE 11507.5
1 gCK JOISY$PAN$FOR COMMON LUMBER SPt,�f;IC',S (ft.-lu.)
SPACING OF HECK JOISTS WITH NO CA i i ILEve-Rb SPACING OF DECK JOISTS WiTid CwNTILEVERS`
SPECIES' SIZE (inches) (inches)
12 16 24 12 16 24
2 x 6 9-11 9-0 7-7 6-8 6-8 6-8
2 x 8 13-1 11-10 9-8 10-1 10-:1 9-8
Southern pine
2 x 10 16-2 14-0 11-5 14-6 14-0 11-5
2 x 12 18-0 16-6 13.-6 18-0 16-6 1.3-6
2 x 6 9-6 8-8 7-2 6-3 6-3 6-3
Douglas fir-larch', 2 x 8 12-6 I i-1 9-1 9-5 9-5 9-1
hem-fir'
spruce-pine-fir' 2 x 10 IS-8 13-7 1.1-1 13-7 13-7 11-1
2 x '12 18-0 15-9 12-10 18-0 1.5-9 12-10
2 x 6 8-'10 8-0 7-0 5-7 5-7 5-7
Redwood,
western cedars, 2 x 8 11-8 10-7 8-8 8-6 8-6 8-6
ponderosa pine, 2 x 10 14-11 13-0 10-7 12-3 12-3 10-7
red pine2 x 12 17-5 15-1 12-4 16-5 15-1 12-4
For SI;1 inch=25.4 rom,I foot=304.8 mm.,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg.
a.No.2 grade with wet service factor.
b.Ground snow load,dive load a 40 psi',dead load=1,0 psf,L!0=360.
e. Ground snow load,live load;40 psf,dead load=10 psf,1./4=360 at main span,LT4 a 180 at cantilever with a 220-pound,point load applied to end.
d.Includes incising factor.
e. Northern species with no incising factor
f. Cantilevered spans not exceeding the nominal depth of the joist are permitted.
BUILDING WALL BUILDING WALL
---RIM JOIST JOIST HANGER BEAM JOIST HANGER JOIST HANGER
BEAM LEDGER BOARD
JOIST LEDGER BOARD JOIST
POST
POST BEYOND
OPTIONAL JOIST SPAN JOIST SPAN
CANTILEVER
JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM
FIGURE 8507.5
TYPICAL DECK JOIST SPA IS
2015 INTERNATIONAL_RESIDENTIAL CODe
159
FLOORS
of
ecic
850706 Deck Beam's. Ma,.imum allowable spans be in accod eacttgh joist and beam shallhave tnotrless handl/,linches s(38
deck beams, as shown i:n Figure 8507.6, s of bearing on or
no
dance with Table;8507.6. Beam plies shall bminimum at 116 (76 th )mm) on concrete ordmasonry l for dthe entire wt less idth dth n 3 inches
the
two rows of lod (3-inch x 0.128-inch)nails _
or beam
inches (406 mm) on center along each edge. Beams shall be beam. :foist framing into the oved joist hangers. joists bearing
permitted to cantilever at each endan beams shall be located oto one-fourth of the n beam be shall be cconnby eccted to he beam to res s' lateral,dis-
actual beam span.Splices of multisp placement.
at interior post locations.
TA�L1e E-'3507.5
t3ECf�I irAM SPAN 1. NfaTl lSa,b({i:.-Eft j
DEC6v S�i6B E fl'Ph1 LESS Tt#Pafe'a da#! :'C3:
((eeY)
a i2 16 i8
SPECIES, St2t d 8 9G i4
2—2 x 6 6.11 5-'10 4-6 4-3 4-0
'1 S 4 4-1
5-9 5-4 5-0
2-2 x 8
6.9 6-2
2-2 x 10 10-4 9-0
8-0 7-4 6-9 6-4 6-0
2-2 x 12 12-2 10-7 9-,5 8-7 8-0 7-6 7-0
Southern pine3—2 x 6 8-2 7-5 6-8 6-1. 5-8 5=3 5-0
3-2 x 8 10-10 9-6
8-6 7-9 7-2 6-8 6-4
10-0 9-2 8-6 7-11 7-6
3-2 x 10 13-0 11-3 8-10
3—2 x 12 15-3 13-3 11-10 10-9 10-0 9-4
3 x 6 or 2—2 x 6 5-5 4-8 4.-2
3-10
10 4-6 5-4 4- 4-1 3-8
3 x 8 or 2-2 x 8 6-,10 5-1:1 5-1 4-8
7-3 6-6 5-11 5-6
3 x 10 or 2-2 x 10 8-4
6-4 5-11 5 7
8-5 7-6 6-:1.0
3x12or2-2x12 9-8 42 3.11 38
Douglas fir-larch', 4 x 6 6-5 5-6 4-;11 4-6
hem-fir', 6-6 5-11 5-6 5-2 4-10
spruce-pine-fir', 4 x 8 8.5 7.3
redwood, 4 x 10 9 11 8-7
7-0
western cedars, 8 1 7.6 7-0 6-7
4 x 121'1
f8-10
ponderosa pine, 4-9 4-6
red pinef 3—2 x 6 7-4 6-8 6-0 5-6 5,1
3-2 x 8 9-8 '8-6 7-7
6..11 6-5 6-0 5 8
10-5 9 4
8-6 7-10 7-4 6-11
3-2 x 10 12-0
3-2 x 12 13-11 1.2-1
]0-9 9-10
For SI: 1 inch=25.4 mm, I foot=304.8 mm,1 pound per square foot=0.0479 kPa,I pound=0.454 kg.
a. Ground snow load,live load-40 psf,dead load 10 psf,L/0�360 at main span,L/Q=180 at cantilever with a 220 pound point load applied at the end.
b. Beams supporting deck joists from one side only.
c. No.2 grade,wet service factor.
d.Beam depth shall be greater than or equal to depth of joists with a flush beam condition.
e. Includes incising factor.
f. Northern species.Incising factor not included.
JOISTS JOISTS
ii
m - _
i ry
I L _______J _-___
� BEAM
L______
BEAM POST
POST OPTIONAL
OPTIONAL BEAM SPAN
OPTIONAL
OPTIONAL
BEAM SPAN CANTILEVEER
CANTILEVER CANTILEVER FLUS_. H BEAM
CANTILEVER DROPPED BEAM
FIGURE 8507.6
TYPICAL DECK BEAM SPANS
2015 INTERNATIONAL RESIDENTIAL Cop
i=l.f;ttl�i5
1,.507.7.1: Deck.post to dec!l heartx>'iDeck"beams shall be 507.9.1 Dec,post vJ deck.l'oo€:rsg.Posts shall bear on
attached to deck posts in accordance with l:figure 8507.7.1 footings :in accordance with Section 8403 and .gore
or by other equivalent means capable to resist lateral dis- t507.8.1. Posts shall be restrained to prevent lateral dis-
placement. Manufactured post-to-beam connectors shall placement at the bottom support. Such lateral. restraint
be sized for the post and beam sizes. All bolts shall have shall be provided by manufactured connectors installed in
r washers under the head.and:n..ut. accordance with. Section 8,507 and the manufacturers'
Exeeptca®n< i/here deck beams bear dictly on foot-
re instructions or a minimum post embedment of i2 inches
ings in accordance with Section 1507.8.1.
(305 mm)in surrounding soils or concrete piers.
R507,8 Beck. pgsts, ;For, single-level. wood-framed decks
with beams sized in accordance with ,i able 2507.6,deck.post
size shall be in accordance with',able 2507.8.
1'1aSL9 R507.0
MCK POSY F#06"r
DECD:POST MAXIMUM HEIGti T a
4 x 4 8'
4 x 6 8'
6x ¢ 14'
For SI:I foot=304.8 mm.
a. Measured to the underside of the beam.
2'/z'MIN. BEAM
APPROVED
BEAM POST CAP
(2)'/z'DIAMETER
THROUGH-BOLTS
WITH WASHERS o
0 0
0
DECK---,v- DECK
POST NOTCH POST
5'/:°MIN
POST
IOTC H03 POST POS WAIS
For SI:1 inch=25.4 mm.
FIGURE M07.7.1i
DECK SEAM TO DECK rJOS i
CONCRETE TYPICAL DECK
STEM POST
.GRADE
�:� � �• • : %11111= � /iii {= !11111= Q• .� .
ww a.:o 0 0 o TYPICAL
a ,
O• p FOOTING O o
~a v o
o�
o .O •O• .p• 'O• •O. o •�. o .• o o o p O.
s FIGURE 8507.8.1
TYPICAL DECK POSTS TO DECK FOOTINGS
20151NTERNATION AL PESIDEIN T IAL--ODE° 155
Y
REScheck Software Version 4.6.4
Compliance Certificate
REVIEWED FOR
Project Aviation Rd ENERGY CODE COMPLIANCE
Energy Code: 2015 IECC (� ((�� (�/] (�
Location: Glens Falls, New York D E C E �:/ E
Construction Type: Single-family
Project Type: Alteration ? 2U�8
Orientation: Bldg. faces 180 deg. from North JAN / U
Climate Zone: 6 (7635 HDD) TOWN OF QUEENSBURY
Permit Date:
Permit Number: LBUILDING A CODES
Construction Site: Owner/Agent: Designer/Contractor:
45 Aviation Rd David Miele David Miele
Queensbury, NY 12804 45 Aviation Rd 45 Aviation Rd.
45 Aviation Rd Queensbury, NY 12804
Queensbury, NY 12804 5187448869
5187448869 davidmiele@aol.com
davidmiele@aol.com
Compliance: Passes prescriptive requirements for alteration projects
Envelope Assemblies
Gross Area Cavity Cont.
Assembly or U-Factor UA
Perimeter
Ceiling 1: Cathedral Ceiling 700 0.0 40.0 0.024 17
Ceiling 2: Cathedral Ceiling 490 42.0 0.0 0.025 12
Wall 1: Masonry Block with Empty Cells:lnterior Insulation 263 15.0 5.0 0.055 12
Orientation: Front
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Front
Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2
Orientation: Front
Door 1: Solid 20 0.190 4
Orientation: Unspecified
Wall 2: Masonry Block with Empty Cells:lnterior Insulation 263 15.0 5.0 0.055 12
Orientation: Back
Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4
Orientation: Unspecified
Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.270 2
Orientation: Unspecified
Door 2: Solid 20 0.190 4
Orientation: Unspecified
Wall 3: Masonry Block with Empty Cells:lnterior Insulation 215 15.0 5.0 0.055 11
Orientation: Left side
Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 1 of 10
1 s
Assembly Gross Area Cavity Cont.
Perimeter
Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.300 2
Orientation: Unspecified
Wall 4: Masonry Block with Empty Cells:lnterior Insulation 215 15.0 5.0 0.055 10
Orientation: Right side
Window 7:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Window 8:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Window 9:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.300 3
Orientation: Unspecified
Wall 5:Wood Frame, 16"o.c. 142 21.0 5.0 0.043 5
Orientation: Left side
Window 10:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Window 11:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Wall 6:Wood Frame, 16"o.c. 142 21.0 5.0 0.043 5
Orientation: Right side
Window 12:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Window 13:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
Orientation: Unspecified
Basement Wall 1: Masonry Block with Empty Cells 879 0.0 17.5 0.043 37
Orientation: Unspecified
Wall height: 6.6'
Depth below grade: 5.5'
Insulation depth: 6.6'
Window 14:Vinyl/Fiberglass Frame:Double Pane 4 0.300 1
Orientation: Unspecified
Window 15:Vinyl/Fiberglass Frame:Double Pane 4 0.300 1
Orientation: Unspecified
Window 16:Vinyl/Fiberglass Frame:Double Pane 4 0.300 1
Orientation: Unspecified
Window 17:Vinyl/Fiberglass Frame:Double Pane 4 0.300 1
Orientation: Unspecified
Mechanical Equipment
DescEfficiency
ription Fueltype
Other(Except Gas-Fired Steam) 95.5 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
David
Name-Title Signature Date
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 2 of 10
REScheck Software Version 4.6.4
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 89.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified field Verified
I Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
&Req.ID�_
103.1, Construction drawings and ❑Complies
103.2 documentation demonstrate ❑Does Not
[PR1]' energy code compliance for the
�0 building envelope.Thermal ❑Not Observable
envelope represented on ❑Not Applicable
construction documents. _
103.1, Construction drawings and ❑Complies
1103.2, documentation demonstrate ❑Does Not
403.7 energy code compliance for
[PR3]1 lighting and mechanical systems. ❑Not Observable
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
I Commercial Provisions.
302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met.
X403.7 sized per RCCA Manual S based Btu/hr Btu/hr ❑Does Not
[PR2]z on loads calculated per ACCA Cooling: Cooling:
Manual J or other methods Btu/hr Btu/hr ❑Not Observable
approved by the code official. ❑Not Applicable
i
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 3 of 10
Section Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions
i& Req.ID
ID Value Value
402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies
[FO4]1 insulation R-value.Where interior R- R- ❑Does Not table for values.
insulation is used,verification
may need to occur during ❑Not Observable
Insulation Inspection. Not ❑Not Applicable
required in warm-humid locations
in Climate Zone 3.
303.2 Conditioned basement wall ❑Complies Requirement will be met.
�[FO5]1 insulation installed per []Does Not
manufacturer's instructions. Ripl
`
I w ��ME ❑Not Observable
❑Not Applicable
1 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies
[FO6]1 insulation depth of burial or ❑Does Not table for values.
i distance from top of wall. []Not Observable
❑Not Applicable
303,2.1 A protective covering is installed ❑Complies Exception: Requirement is
[FO1112 to protect exposed exterior ❑Does Not not applicable.
insulation and extends a
minimum of 6 in. below grade. ❑Not Observable
❑Not Applicable
403.9 Snow-and ice-melting system ❑Complies Exception: Requirement is
[FO12]2 controls installed. ❑Does Not not applicable.
❑Not Observable
1 ❑Not Applicable
Additional Comments/Assumptions:
i 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) j
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 4 of 10
Section ; Plans Verified Field Verified
# !Framing/Rough-In Inspection alue Value Complies? 4 Comments/Assumptions
V
& Req.ID{.�
402.1.1, Door U factor. U- U- ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR1]1
[]Not Observable
❑Not Applicable
1402-1.1, Glazing U-factor(area-weighted U- U- ❑Complies^ See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3,
402.3.6, ❑Not Observable
402.5 ❑Not Applicable
[FR2]1
303.1.3 U-factors of fenestration products ❑Complies Requirement will be met.
[FR4]1 are determined in accordance ❑Does Not
with the NFRC test procedure or ❑Not Observable
taken from the default table.
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met.
[FR23]1 installed per manufacturer's ❑Does Not
instructions.
❑Not Observable
_ ❑Not Applicable
i 402.4.3 Fenestration that is not site built w Y ❑Complies Requirement will be met.
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/LS.2/A440 ❑Not Observable
? or has infiltration rates per NFRC
400 that do not exceed code ❑Not Applicable
limits.
!402.4.5 IC-rated recessed lighting fixtures ❑Complies Exception: Requirement is
i[FR16]2 sealed at housing/interior finish ❑Does Not not applicable.
and labeled to indicate<2.0 cfm ❑Not Observable
leakage at 75 Pa. ❑Not Applicable
1403.2.1 Supply and return ducts in attics ❑Complies Exception: Ducts located
I[FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the
>= 3 inches in diameter and >= building envelope.
R-6 where<3 inches. Supply and ❑Not Observable
return ducts in other portions of []Not Applicable
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
< 3 inches in diameter._
403.3.3.5 Building cavities are not used as i- ❑Complies Requirement will be met.
[FR15]3 ducts or plenums. ❑Does Not
❑Not Observable
❑Not Applicable
403.4 ��HVAC piping conveying fluids R- _ R- ❑Complies Requirement will be met.
[FR17]2 above 105 QF or chilled fluids ❑Does Not
below 55 4F are insulated to>_R-
;4 3 ❑Not Observable
❑Not Applicable
403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met.
[FR24]1 piping. ❑Does Not
❑Not Observable
_ ❑Not Applicable
403.5.3 Hot water pipes are insulated to R- A R- ❑Complies Requirement will be met.
[FR18]2 >_R-3. ❑Does Not
` ❑Not Observable
❑Not Applicable
�403.6 Automatic or gravity dampers are ❑Complies Requirement will be met.
[FR19]2 installed on all outdoor air ❑Does Not
intakes and exhausts. ❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 5 of 10
Additional Comments/Assumptions:
1 !High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 6 of 10
Section I Plans Verified Field Verified
# Insulation inspection Complies? Comments/Assumptions
11& Req.iD! Value Value —
303.1 All installed insulation is labeled ❑Complies Requirement will be met.
[IN13]2 or the installed R-values ❑Does Not
provided.
❑Not Observable
❑Not Applicable
402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies
402.2.5, mass wall with at least V!of the ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.6 wall insulation on the wall El mass Mass ❑Not Observable
[IN3]1 exterior,the exterior insulation
requirement applies(FR10). ❑ Steel ❑ Steel []Not Applicable
303.2 Wall insulation is installed per ❑Complies Requirement will be met.
[IN4]1 manufacturer's instructions. ❑Does Not
❑Not Observable
i ❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 7 of 10
Section Plans Verified Field Verified f
# Final Inspection Provisions Value 1 Value I Complies? i Comments/Assumptions
& Req.ID '
402.1.1, Ceiling insulation R-value. R- R- ❑Complies v See the Envelope Assemblies
i402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.2,
402.2.6 E] Steel E] Steel ❑Not Observable
[Fl1]1 ❑Not Applicable
303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met.
1303.2 manufacturer's instructions. ❑Does Not
l(F►2]1 Blown insulation marked every []Not Observable
300 ft2. ❑Not Applicable
402.2.3 Vented attics with air permeable �~❑Complies Requirement will be met.
[F122]2 insulation include baffle adjacent ❑Does Not
to soffit and eave vents that
extends over insulation. ❑Not Observable
❑Not Applicable
402.2.4 Attic access hatch and door R- _ R- ❑Complies
[F1311 insulation >_R-value of the ❑Does Not
adjacent assembly.
❑Not Observable
❑Not Applicable
1402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies
i[F117]1 ach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8. ❑Not Observable
❑Not Applicable
4-03.2.3__Duct —test test result of<=4 T cfm/100 cfm/100 ❑Complies Exception: Requirement is
141`1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not not applicable.
<=3 cfm/100 ft2 without air [-]Not Observable
handler @ 25 Pa. For rough-in
tests,verification may need to ❑Not Applicable
occur during Framing Inspection.
r---
403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception: Requirement is
[F127]1 determine air leakage with ft2 ft2 []Does Not not applicable.
either: Rough-in test:Total
leakage measured with a ❑Not Observable
pressure differential of 0.1 inch ❑Not Applicable
w.g. across the system including
the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.2.1 Air handler leakage designated — ❑Complies Exception: Requirement is
[F12411 by manufacturer at<=2%of ❑Does Not not applicable.
design air flow.
❑Not Observable
❑Not Applicable
403.1.1 Programmable thermostats T ❑Complies Requirement will be met.
[F]9]2 installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is
[FI10]2 on heat pumps. []Does Not not applicable.
❑Not Observable
_ ❑Not Applicable
403.5.1 Circulating service hot water ❑Complies Requirement will be met.
[F111]2 systems have automatic or ❑Does Not
accessible manual controls.
❑Not Observable
[]Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) j
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 8 of 10
S�en
Final Ins ection Provisions Pfans Verified Field Verified
P Complies. Comments/Assumptions
Value Value
403.6 1 All mechanical ventilation systemµ ❑Complies Requirement will be met.
[F125]2 fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
and air flow limits. ❑Not Observable
❑Not Applicable
403.2 Hot water boilers supplying heat ❑Complies Requirement will be met.
[F126]2 through one-or two-pipe heating ❑Does Not
systems have outdoor setback
control to lower boiler water ❑Not Observable
temperature based on outdoor ❑Not Applicable
temperature.
403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met.
[F[28]2 have a circulation pump.The ❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
{ is at set-point temperature and
no demand for hot water exists.
1403.5.1.2 Electric heat trace systems T� ❑Complies Exception: Requirement is
JF129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable.
515. Controls automatically
adjust the energy input to the ❑Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
piping.
403.5.2 Water distribution systems that ❑Complies Exception: Requirement is
[F130]2 have recirculation pumps that ❑Does Not not applicable.
pump water from a heated water
supply pipe back to the heated []Not Observable
water source through a cold ❑Not Applicable
water supply pipe have a
demand recirculation water
system. Pumps have controls
that manage operation of the
pump and limit the temperature
of the water entering the cold
water piping to 104°F.
403.5,4 Drain water heat recovery units ^� ~� ❑Complies Exception: Requirement is
(F131]2 tested in accordance with CSA ❑Does Not not applicable.
B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units< 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers._
404.1 75%of lamps in permanent F ❑Complies Requirement will be met.
[FI6]' fixtures or 75%of permanent ❑Does Not
fixtures have high efficacy lamps.
Does not apply to low-voltage ❑Not Observable
_ lighting. ❑Not Applicable
404.1.1 Fuel gas lighting systems have !� ❑Complies Requirement will be met.
(F123]3 no continuous pilot light. ❑Does Not
-° ❑Not Observable
❑Not Applicable
j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 9 of 10
Section i
Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Req.ID
1401.3 Compliance certificate posted. ❑Complies Requirement will be met.
!'17]2 []Does Not
} ❑Not Observable
❑Not Applicable
303.3—Manufacturer manuals for Y ❑Complies Requirement will be met.
i[FI1813 mechanical and water heating ❑Does Not
II systems have been provided.
Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Aviation Rd Report date: 01/15/18
Data filename: C:\Users\digmi\Documents\REScheck\Aviation road 2015 code.rck Page 10 of 10
2015 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 20.00
Below-Grade Wall 17.50
Floor 0.00
Ceiling / Roof 40.00
Ductwork(unconditioned spaces):
Door Rating .
Window 0.30
Door 0.19
'Heating • Cooling • •
Other(Except Gas-Fired Steam) 95.5 AFUE
Cooling System:
Water Heater:
Name: Date:
Comments
qlUickbooks,
Invoice
>. i 8712
February 9, 2018
View+ : $695.50 $0 . 00 details (PDF)
Invoice detail
Print Save PDF
K&E Sheet Metal LLC
71 Dixon Road KOM Queensbury,NY 12804 �(518)746-0182
main@kesheetmetal.com
kesheetmetal.com SHEET METAL
f EST.1989-
' 1 E-
BILL TO
David Miele INVOICE# 8712
17 Butternut Hill Road DATE 01/10/2018
Queensbury,NY 12804 DUE DATE 02/09/2018
TERMS Net 30
P.O.NUMBER
45 Aviation Drive SALES REP
Manual S&J Calc.
Manual S&J,HRV Calculations for:45 Aviation Drive,Queensbury,NY 12804 1 650.00 650.00T
Any missing information to be provided by contractor.
Non-Stock items ma _ - -
grouped under a single cost.These are c•�1a 1
fabrication pans and priced by total nested cut sheet SUBTOTAL 650.00
TAX(7%)
TOTAL 45.50
PAYMENT 695.50
BALANCE DUE x+695.50
$0.00
;titoS:,;connect.intuit-com/portal/app/CornmerceNetwort;;?cta=vi...34acc911e6e5f426a0d67c;154b8eed3da•?6debd5d2734d01a2ad6 100118,7:17 PM.
?age 1 of 2
Manual S Compliance Report Job:
wrightsok Date: Jan 19,2018
Entire House By:
K & E Sheet Metal, LLC
22 Hudson Falls Road,Door#26,South Glens Falls,NY 12803 Phone:(518)746-0182 Email:ray@kesheetmetal.00m Web:www.kesheetmetal.com
Project • •
For: David Miele
Aviation Road, Queensbury, NY 12804
Phone: 518 744-8869
Email:davidmiele@aol.com
Cooling Equipment
Design Conditions
Outdoor design DB: 85.0°F Sensible gain: 0 Btuh Entering coil DB: 0°F
Outdoor design WB: 70.8°F Latent gain: 0 Btuh Entering coil WB: 0°F
Indoor design DB: 75.0°F Total gain: 0 Btuh
Indoor RH: 50% Estimated airflow: 0 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type:
Manufacturer: Model:
Actual airflow: 0 cfm
Sensible capacity: 0 Btuh 0% of load
Latent capacity: 0 Btuh 0%of load
Total capacity: 0 Btuh 0%of load SHR: 0%
Heating Equipment
Design Conditions
Outdoor design DB: -10°F Heat loss: 30514 Btuh Entering coil DB: 0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas boiler
Manufacturer: Lochinvar Model: NKC150N
Actual airflow: 0 cfm
Output capacity: 139000 Btuh 456% of load
Meets are all requirements of ACCA Manual S.
wrightsoft' Right-Suite® 2018-Jan-19 1626:42 Universal 2017 17.0.23 RSU24732 Page 1
...TAL_20ocumentswightsoft HVAC1David Miele.rup Calc=MJ8 Front Door faces:SW
Load Short Form Job:
W f it�EltSf� Date: Jan 19,2018
Entire House By:
K & E Sheet Metal, LLC
22 Hudson Falls Road,Door#26,South Glens Falls,NY 12803 Phone:(518)746-0182 Email:ray@kesheetmetal.com Web:www.kesheetmetal.com
Project • •
For: David Miele
Aviation Road, Queensbury, NY 12804
Phone: 518 744-8869
Email: davidmiele@aol.com
Design Information
Htg CI-0 Infiltration
Outside db (°F) -10 85 Method Simplified
Inside db(°F) 70 75 Construction quality Average
Design TD (°F) 80 10 Fireplaces 0
Daily range - M
Inside humidity(%) 50 50
Moisture difference (gr/Ib) 53 27
HEATING EQUIPMENT COOLING EQUIPMENT
Make Lochinvar Make n/a
Trade Noble Combi Boiler Trade n/a
Model NKC150N Cond n/a
AHRI ref Coil n/a
AHRI ref n/a
Efficiency 95 AFUE Efficiency n/a
Heating input 150000 Btuh Sensible cooling 0 Btuh
Heating output 139000 Btuh Latent cooling 0 Btuh
Low output baseboard 510 Btuh/ft Total cooling 0 Btuh
Total low baseboard 60 ft Actual air flow 0 cfm
High output baseboard 660 Btuh/ft Air flow factor 0 cfm/Btuh
Total high baseboard 46 ft Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0
ROOM NAME Area Htg load C1g load Baseboard (ft) Clg AVF
(ft2) (Btuh) (Btuh) Low High (cfm)
Master Bed 161 3356 0 7 5 0
Master Bath 95 1426 0 3 2 0
Laundry 112 3302 0 6 5 0
Powder 24 33 0 0 0 0
Master WIC 28 415 0 1 1 0
Master Closet 53 72 0 0 0 0
Closet 20 27 0 0 0 0
Closet 1 10 14 0 0 0 0
Family/Kitchen 513 9204 0 18 14 0
Bed 1 Closet 1 50 957 0 2 1 0
Room14 216 3759 0 7 6 0
Bed 160 3810 0 7 6 0
Bath 64 809 0 2 1 0
Bed 2 130 2749 0 5 4 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jan-1916:22:45
-, , " Wri htSOfRight-Sute®Universal 2017 17.0.23 RSU24732
Page 1
4C C, ...TAL_2\Documents\Wrightsoft HVAC\David Miele.rup Calc=MJ8 Front Door faces:SW
From: Ray Erhardt Ccukesheetmetal.corn
Subject: RE: Aviation road project
Date: Jan 19, 2018, 4:59:54 PM
To: David Miele
Cc: Kevin Raymond kevin@kesheetmetal.com
Good Afternoon David,
It was a pleasure speaking with you this afternoon. Attached please find a copy of the
Manual J, Manual S, along with the drawings for purposes of room description as it relates
to the attached reports. By the way I have also entered the amount of baseboard the rooms
would require on the Manual J report as you requested during our conversation. Keep in
mind there are 2 different baseboard styles high profile and low profile. The report shows
choices for each. This was based on the following: Average Water Temperature would be at
around 170 degrees (180 + 160 / 2) & 1 GPM flow through the baseboard. If the contractor
changes the temperature settings or GPM, than the amount of baseboard would need to be
adjusted as well.
Below is the chart for your HRV Requirements which your structure would need 60 CFM
continuous run. If you choose to run it intermittent than the chart below depicts how many
CFM the HRV would require set on the interval you or your contractor choose to set it.
Remember the Building Department requires that you bring a specification sheet of the HRV
you choose to purchase for this job, in order that it meets the cfm listed below.
If you have any questions please don't hesitate to call. If you need any other services,
please don't hesitate to call. Keep in mind that we also design & build custom ductwork!
Have a Great Weekend! Thank you.
Run- Time Percentage Multiplier - Based on Intermittent Unit Size
In Each 4 Hour continuous 60 CFM. New CFM.
Segment
100% 1.0 60 CFM
. 75% 1.3 78 CFM
66% 1.5 90 CFM
- 50% 2 120 CFM
33% 13 180 CFM
125% 14 240 CFM
Ray Erhardt
General Manager
K&E Sheet Metal, LLC, (Door#26)
22 Hudson Falls Road
South Glens Falls, NY 12803
Phone: (518) 746-0182
Mobile (518) 258-5599
First Floor
Master Bath Laundry
Master Bed
Powder
Master Closet
Closet 1
Master WIC Closet
Family / Kitchen
//0"I
Job#: K & E Sheet Metal, LLC Scale: 1 : 58
Performed for: Page 1
David Miele 22 Hudson Falls Road,Door#26 Ri ht-Suite®Universal 2017
Aviation Road South Glens Falls,NY 12803 g
Queensbury,NY 12804 17.0.23 RSU24732
Phone:518 744-8869 Phone:(518)746-0182 2018-Jan-19 16:54:48
davidmiele@aol.com www.kesheetmetal.com ray@kesheetmetal.com ...\Wrightsoft HVAC\David Miele.rul
Second Floor
Storage 1
Bed 1 Closet 1
Room-14
Bed 1
Bath
Bed 2 Closet Bed 2
Bed 1 Closet
Storage
Job#: K & E Sheet Metal, LLC Scale: 1 : 58
Performed for: Page 2
David Miele 22 Hudson Falls Road,Door#26 Ri ht-Suite®Universal 2017
Aviation Road South Glens Falls,NY 12803 g
Queensbury,NY 12804 17.0.23 RSU24732
Phone:518 744-8869 Phone:(518)746-0182 2018-Jan-19 16:54:48
davidmiele@aol.com www.kesheetmetal.com ray@kesheetmetal.com ...\Wrightsoft HVAC\David Miele.rul
Irla
HEAT RECOVERY VENTILATOR
BROANT"HRV70 Series Controls
Part no.HRV70TE(Tor PORTS) • This unit is very simple to operate.Once it is installed, press on its
Part no.HRV70SE(sim PORTS) push button,located on the unit top left side,to select high speed,
35 to 70 CFM(0.4 in.w.g.) low speed or to stop it(the blower is off but will turn on in response
to a wall control signal).The LED(located under the push button)will
then show on which mode the unit is in.
Options
8 Exclusive wall mounting bracket ACCWMK
Defrosting System
® The BROAN-HRV70 Series uses a unique recirculation defrost
method,which maintains balanced air pressure in the home. If
' _� • there is a call for ventilation from a wall control during the defrost
cycle,the defrost is put"on hold"while air is exchanged,ensuring
HRV70TE HRV70SE that no humid air is recirculated.
The BROANTM HRV70 Series O/t OUTSIDE TEMPERATURE DEFROST CYCLE MINJ
„,•oC V- OPERATING MIN.
Heat Recovery Ventilators WARMER THAN-S WARMER THAN 23 NO DEFROST
The BROAN"HRV70 Series is the ideal choice for condominiums, -5 To-27 23 To-17 4/20
apartments and other limited space applications that require up -27 AND LESS -17 AND LESS 6/15
to 70 cfm of continuous ventilation. With its compact size and
4-inch vertical or horizontal ports,it can be installed in small spaces Heat Recovery Core
such as a closet or mechanical room above a hot water tank.The Dimensions: 10"x 10"x 5.5" (25.4 cm x 25.4 cm x 14 cm)
GROAN'"'HRV70 Series hasjust one blower(patent pending)and is Exchange surface:42.3 ft.2(3.9 m2)
therefore quieter than any other similar HRV on the market.
Weight:4 ib.(1.8 kg)
• Atjust 30 Ib.(13.6 kg),it can be installed without opening the unit Material:Polypropylene
• Features pressure taps,balancing dampers,integrated hooks and Type:Cross flow
port straps to simplify installation Warranty:Limited lifetime
• Removable terminal block for quicker wall control connections
• ENERGY STAR®qualified* Requirements and standards
• Complies with the UL 1812 requirements regulating the installation
REPAIRS AND MAINTENANCE of Heat Recovery Ventilators
All parts of the BROAN-HRV70 Series that require maintenance can be Complies with the CSA C22.2 no.113 Standard applicable to ventilators
removed in less than five minutes, allowing direct access for easy • Complies with CSA C444 requirements regulating the installation of
repairs.The PSC motor is permanently lubricated. Heat Recovery Ventilators
WARRANTY • Technical data was obtained from published results of tests relating
The GROAN'"'HRV70 Series is protected by a 2-year warranty on to CSA C439 Standards
HVI certified and ENERGY STAR®qualified*
parts only.The heat recovery core is covered by a 10-year warranty,
with the original proof of purchase.
Available at
*This product earned the ENERGY STAR*by meeting strict energy efficiency guidelines set by Natural Resources Canada and the US EPA.It meets ENERGY STAR•requirements only when used in Canada.
99528486A
DIMENSIONS.BROANTa'HRV70SE(side ports)
1:FRESH AIR TO BUILDING PORI ,�� Fe —� p F 3: FRESH AIR FROM OUTSIDE PORT
2;EXHAUST AIR FROM BUILDING PORT C C 4"no 4: EXHAUST AIR TO OUTSIDE PORT
1 23 16 she 3 4
C ORD
O O
it 15 The 2'A' ice- is'he
19'aha' 15 W,
NOTE: ALL UNITS PORTS WERE CREATED TO BE CONNECTED TO DUCTS HAVING A MINIMUM OF 4"DIAMETER,BUT IF NEED BE,THEY CAN BE CONNECTED TO
BIGGER SIZED DUCTS BY USING AN APPROPRIATE TRANSITION(E.G.:4"DIAMETER TO 5"DIAMETER TRANSITION).
VENTILATION PERFORMANCE DIMENSIONS:BROANT M HRV70TE (top ports)
EXTERNAL NET SUPPLY GROSS AIR FLOW2 10
STATIC PRESSURE AIR FLOW SUPPLY EXHAUST 1:FRESH AIR TO BUILDING PORT
PA IN.W.G. L/S CFM M3/H L/S CFM M3/H L/S CFM M3/H
25 0.1 40 84 143 40 85 144 40 85 144 T ' 0 - 2:EXHAUST AIR FROM BUILDING PORT
50 0.2 38 80 136 38 81 138 38 81 138 15 7/16 3 4 3:FRESH AIR FROM OUTSIDE PORT
75 0.3 36 77 131 1 37 78 133 37 79 134 1 4:EXHAUST AIR TO OUTSIDE PORT
100 0.4 34 73 124 35 73 124 35 74 126 ea
125 1 0.5 33 70 119 33 1 71 121 34 1 71 121
150 0.6 31 65 110 3112 32 68 116
175 0.7 29 60 102 jg
104 29 62 105 3 u200 0.8 26 56 95 97 27 57 97 POWER CORD
225 0.9 25 52 88 90 25 52 88
ENERGY PERFORMANCE 0 4°TYP. 2 3/8"
SUPPLYNET AIR FLOW POWER SENSIBLE APPARENT WENT RECOVERY/ ,T NOTE: ALL UNITS PORTS WERE CREATED
TEMPERATURE CONSUMED RECOVERY SENSIBLE MOISTURE TO BE CONNECTED TO DUCTS HAVING A
°CI °F L/S CFM M3/H WATTS EFFICIENCY EFFECTIVENESS TRANSFE0. MINIMUM OF 4"DIAMETER,BUT IF NEED
HEATING 18 5'. BE,THEY CAN BE CONNECTED TO BIGGER
0 32 20 42 71 36 67 77 0.00 16 5/W SIZED DUCTS BY USING AN APPROPRIATE
0 32 301 64 109 52 61 71 0.00 TRANSITION(E.G.:4"DIAMETER TO 5"
0 32 38 81 138 54 58 65 0.00 DIAMETER TRANSITION).
-25 -13 18 39 1 66 42 60 81 0.02
-25 -13 30 64 109 53 55 70 0.01
COOLING TOTAL RECOVERY EFFICIENCY 15 1/16
35 95 VK0074A 15 5/a"
NOTE:All specifications are subject to change without notice.
SPECIFICATIONS Housing:Pre-painted steel • Speed Control on Unit:
• Part Number Top Ports:HRV70TE Insulation:Expanded polystyrene Low speed and high speed
• Part Number Side Ports:HRV70SE -Other modes available
• Total Assembled Weight(including Mounting: Suspension by chains and with auxiliary wall controls
polypropylene core):30 Ib.(13.6 kg) spring or optional Heat Recovery Core:
• Round 4"ports wall bracket -Heat Exchange Surface Area:42.3 ft.'(3.9 m2)
• Drain:1/2"(1.2 cm)fitting with -Type:Crossflow
10 ft.(3 m)PVC drain hose • Supply and Exhaust Blower Motor:l motor -Material:Polypropylene
• Core Filters:2 washables,MERV 6 Protection type:Thermally protected • Unit Electrical Characteristics:
9.2"x 5.75"x 0.38" -Insulation class:B Volts Frequency Ampere Watts
(23.4 cm x 16.6 cm x 1 cm) 120 60 Hz 0.5 60
Project: REMARKS
Location:
Part no.:
Qty.:
Submitted by: Date:
B�"Vr l� Broan-NuTone LLC,926 West State Street,Hartford,WI 53027(1-800-637-1453)
e www.broan.com 99528486A
MVI cus
CERTIFIED
t -
North East Spray Foam
7 Rocky Ridge 4 A Vatrano Road
P.O.Box 471 Albany,NY 12205
Warrensburg,NY 12885
. r / ---------------------------------------------------------------
t 518.623.7016 518.350.2941
518.623.7015 fax 518.694.0102 fax
!1''c`)RTN���� 888.472.2774
NORTH EAST SPRAY FOAM
Miele, David — 45 Aviation Road Queensbury, NY
Miele, David
Jan 15, 2018
Letter of Intent
North East Spray Foam will supply and install an Insulation System at Miele,David—45 Aviation Road Queensbury,NY
North East Spray Foam will:
1. Prep all Surfaces
2. Mask all Finishes
3. Spray Insulation to a predetermined nominal depth
4. Trim all surfaces necessary, flush to receive other finishes
5. Remove masking and clean work area prior to departure
6. Dispose of all waste in provided receptacle
Notes:
i Prices include one mobilization, should additional mobilizations be required there will be an additional charge.
Should we arrive and be unable to work,we will charge$150.00 per hour.
i This project is quoted non union/prevailing wage.
Nominal fill as stated,means that although actual depth may vary within the cavity, mean depth will be approx. as stated.
This fill will meet all methods of installation as stated by the manufacturer.
i According to NYS Building Codes a vapor retarder may be necessary when using this product. Prices do not include a
vapor retarder unless otherwise stated in the contract.
i Ignition or the thermal barriers may be required at the discretion of your Code Enforcement Officer. If not included in
your quote,this will be the responsibility of others.
Supplied by Others:
1. Clear and Empty Space
2. Adequate Power and Lighting
3. Temperature of 55 degrees or greater.
4. Dumpster or other means of waste disposal
5. Reasonable and Safe Access to workplace
Initial
Bid: 39941
I hereby accept the above quote as a binding contract. I authorize North East Spray Foam to proceed with project specified.
Understanding that ten business days are necessary for proper performance, I would like to schedule this project to start, on
the date of . By scheduling this date with North East Spray Foam I am directing them to proceed per
this proposal and have enclosed a material deposit of 50%of the proposed price.All balances are due on the day of
completion. If payment is not received within ten(10)days of the due date,the Customer will pay a finance charge of an
additional one and one-half percent per month on the past due amount. In the event that payment is not made when due, in
addition to the amount owed and finance charges,the Customer shall also be responsible for the payment of all costs
associated with the collection of the past due amounts including,but no limited to, attorney's fees, court costs and all other
expenses incurred. This agreement constitutes the entire understanding between the parties with respect to the matters set forth
herein and supersedes all prior agreements, arrangements and understandings relating to the subject matter hereof. There are
no representations,warranties, agreements, or understandings, oral or written,between the parties hereto relating to the subject
matter of this agreement except those which are fully expressed herein. When insulating and air sealing your home,mechanical
ventilation is recommended. Blower door test results can determine if mechanical ventilation is necessary. Blower Door Test is
available at a reduced cost upon request. Consult with your Building Analyst for specific details.
Total Board Feet: 14184
Owner/Customer: Miele,David
Signed:
Print:
Date:
Initial
Bid: 39941
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PERSONALLY MEASURM THE DISTANCE
THE PROPER�`Y NES TO THE
ST UR }OR SIGN(S)
IRE Dl;TF_
AVId LIUH f UdU --)(;Upe 01 WOrK
-Existing structural fixes
Floor joists that do not rest on load bearing walls sintered to new
oists
Joist hangers where needed on 1st floor and in basement
Footing in basement under support beam by stairs
Stairs to second floor clearance. Install header and post
Install header and joist hangers where previous homeowner,
'emoved wall
Replace existing 1st floor load bearing walls with 2x6 walls
Install new subfloor on first floor
-New framing
2x4 walls on basement perimeter to spray insulation between and
)ehind
Master bath/closet, half bath, and laundry walls
2x4's on first floor perimeter to hold insulation
Second floor walls for bathroom and bedroom closet
Rough in plumbing for bathrooms and laundry
-Rough in electrical
,Insulation
Spray foam insulation on 2nd floor and basement as per Northeast
3pray Foam bid
R15 on first floor perimeter